Proposed Bridge Site 1
The friction costs associated with the bridge site north of the city are as follows:
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Cost Path:
2252
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Euclidean Path:
18569
Proposed Bridge Site 2
The friction costs associated with the bridge site next to the current bridge are as follows:
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Cost Path:
4331
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Hand Drawn
20943
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Euclidean Path:
19080
Construction Costs of Various Bridge Types
Final Result
The path with the lowest friction value was the Cost Path to proposed bridge site 1 and the cheapest bridge type to construct is a bascule bridge and it of course costs less to construct a smaller bridge. Overall it appears that the lower friction value for the Cost Path doesn’t make up for the fact that to construct a larger bridge the cost is much greater and thus the best solution appears to be to use the Cost Path to proposed bridge site 2 and to construct a bascule bridge.